JPH0423921B2 - - Google Patents

Info

Publication number
JPH0423921B2
JPH0423921B2 JP12368585A JP12368585A JPH0423921B2 JP H0423921 B2 JPH0423921 B2 JP H0423921B2 JP 12368585 A JP12368585 A JP 12368585A JP 12368585 A JP12368585 A JP 12368585A JP H0423921 B2 JPH0423921 B2 JP H0423921B2
Authority
JP
Japan
Prior art keywords
rail
piles
steel
pile
materials
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP12368585A
Other languages
Japanese (ja)
Other versions
JPS61282501A (en
Inventor
Morio Kitamura
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Giken Seisakusho Co Ltd
Original Assignee
Giken Seisakusho Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Giken Seisakusho Co Ltd filed Critical Giken Seisakusho Co Ltd
Priority to JP12368585A priority Critical patent/JPS61282501A/en
Publication of JPS61282501A publication Critical patent/JPS61282501A/en
Publication of JPH0423921B2 publication Critical patent/JPH0423921B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、建設現場等で土留等のために連続的
に圧入された鋼杭上のスペースを利用して鋼矢板
や骨材等の建設資材を運搬する搬送装置に関する
ものである。
Detailed Description of the Invention (Field of Industrial Application) The present invention is a method for constructing steel sheet piles, aggregates, etc. by utilizing the space on steel piles that are continuously press-fitted for earth retention at construction sites, etc. The present invention relates to a conveyance device for conveying materials.

(従来の技術) 鋼矢板等の鋼杭を連続的に線状に打設して、コ
フアダム、擁壁等を構成し建築、土木工事に利用
している。このような鋼杭の打設現場では、常時
鋼杭を供給しなくてはならず、そのためトラツ
ク、クレーンなどの搬送装置で鋼杭を運搬し杭打
機近傍に載置していた。
(Prior art) Steel piles such as steel sheet piles are continuously driven in a line to form cofferdams, retaining walls, etc., and are used in architecture and civil engineering work. At such steel pile driving sites, steel piles must be constantly supplied, so the steel piles are transported using transport devices such as trucks and cranes and placed near the pile driver.

しかし施工現場が狭い場所や海や川の中、橋梁
下、湿地などでは、トラツク、クレーン等の鋼杭
の搬送装置が入れないため、鋼杭圧入施工を断念
するか、やむを得ず舟や人力で鋼杭等を搬送して
いた。また搬送装置が入れる場所でも、装置の自
重と積載した資材の重量のため、足場の悪い通路
では覆工板等を敷設して足場を確保しなくてはな
らず、手間と費用がかかつた。
However, in places where construction sites are narrow, in the ocean or rivers, under bridges, in wetlands, etc., trucks, cranes, and other steel pile transportation equipment cannot be used, so steel pile press-in construction must be abandoned or forced to be carried out by boat or by hand. It was transporting piles, etc. Furthermore, even in areas where transport equipment can be accessed, due to the weight of the equipment and the weight of the loaded materials, it is necessary to secure footing by laying lining boards, etc. in passageways with poor footing, which is time-consuming and costly. .

更に従来の方法では杭打機の前進に伴つて、鋼
杭の載置場所を移動しつつ確保する必要があつ
た。
Furthermore, in the conventional method, it was necessary to move and secure the location of the steel pile as the pile driver moved forward.

(発明が解決しようとする問題点) このように従来の杭の搬送方法ではトラツクな
どの搬送装置の通過場所と杭の載置場所を確保し
なければならなかつたため、施工現場や作業条件
が限定され、作業能率の低下をもたらしていた。
(Problems to be solved by the invention) In this way, in the conventional method of transporting piles, it is necessary to secure a place for the transport device such as a truck to pass through and a place for placing the piles, which limits the construction site and working conditions. This resulted in a decrease in work efficiency.

(問題点を解決するための手段) 本発明は、このような従来例に鑑みなされたも
ので、鋼杭等の建設資材の搬送に、既設杭上のス
ペースを利用するもので、多数の既設杭の上端に
軌道部を構成し、この軌道部を走行する運搬手段
によつて鋼杭等の資材を搬送するものである。
(Means for Solving the Problems) The present invention was made in view of the above conventional examples, and utilizes the space above existing piles for transporting construction materials such as steel piles. A track section is constructed at the upper end of the pile, and materials such as steel piles are transported by means of transport running on this track section.

(作 用) 多数の既設鋼杭の上に軌道部を設け、この軌道
部上に運搬手段を載置し、該運搬手段上に圧入杭
等の建設資材を載置し、運搬手段を駆動させて軌
道上を走行させ資材を目的の施工現場まで搬送す
る。
(Function) A track section is provided on a large number of existing steel piles, a means of transportation is placed on this track section, construction materials such as press-fit piles are placed on the means of transportation, and the means of transportation is driven. The machine travels on the track and transports materials to the target construction site.

以下本発明の実施例を図面に基づいて説明す
る。
Embodiments of the present invention will be described below based on the drawings.

(実施例) 第1図は本発明の一実施例の一部切欠側面図、
第3図は第1図のA−A線拡大断面図である。
(Embodiment) FIG. 1 is a partially cutaway side view of an embodiment of the present invention.
FIG. 3 is an enlarged sectional view taken along the line A--A in FIG. 1.

本実施例では、多数の既設杭5,5……上に、
長尺のレール受台6を敷設する。この場合既設杭
5,5……は地盤に圧入され強固に直立している
ため、強度や安定性に問題はない。
In this embodiment, on a large number of existing piles 5, 5...
A long rail pedestal 6 is laid. In this case, the existing piles 5, 5... are press-fitted into the ground and stand firmly upright, so there is no problem with strength or stability.

このレール受台6は本実施例では、長尺の平板
61と、この平板61に構成した係止具62,6
2……よりなる。係止具62は平板61の両端部
の適宜個所に1対ずつ対向して垂設されていて、
レール受台6の設置時には既設鋼杭5の上端を挟
持することにより、レール受台6を既設杭5上に
固定させるものである。
In this embodiment, this rail pedestal 6 includes a long flat plate 61 and locking tools 62, 6 formed on this flat plate 61.
Consists of 2... A pair of locking tools 62 are vertically provided at appropriate locations on both ends of the flat plate 61, facing each other.
When installing the rail pedestal 6, the rail pedestal 6 is fixed onto the existing steel pile 5 by holding the upper end of the existing steel pile 5.

本実施例では、このレール受台6は既設杭5に
対して着脱自在とし、必要に応じて既設杭5上よ
りレール3を取り外して、収納或いは再使用でき
る構成としたが、この着脱自在な係止方法つまり
係止具62の構造は本実施例に限定されない。ま
たレール受台6は既設杭5に対して固設した構成
でもよい。
In this embodiment, the rail pedestal 6 is detachable from the existing pile 5, and if necessary, the rail 3 can be removed from the existing pile 5 and stored or reused. The locking method, that is, the structure of the locking tool 62 is not limited to this embodiment. Further, the rail pedestal 6 may be configured to be fixed to the existing pile 5.

上記レール受台6は、上述の如くレール3を既
設杭5上に安定載置させるためのものであるか
ら、本実施例のように、レール3の底板3a全体
に亘つて設けてもよいが、他の実施例として示し
た第5図のように、レール受台3の長さを係止具
62の幅と同程度に短くして、レール3の前端と
後端等の必要個所に分離して設けても、レール3
の安定載置という所期の目的は達成できる。
Since the rail pedestal 6 is for stably placing the rail 3 on the existing pile 5 as described above, it may be provided over the entire bottom plate 3a of the rail 3 as in this embodiment. , as shown in FIG. 5 as another embodiment, the length of the rail pedestal 3 is shortened to the same extent as the width of the locking tool 62, and the rail 3 is separated into necessary parts such as the front end and the rear end. Even if you set it up, rail 3
The intended purpose of stable placement of the material can be achieved.

上記レール受台6の上端にはレール3を固定す
る。このレール3は本実施例では、杭圧入現場で
最も入手しやすいU字型の鋼矢板を利用したが、
これに限らず、例えばH鋼や後述のように2本の
平行な鉄道用レール等を使用できる。
A rail 3 is fixed to the upper end of the rail pedestal 6. In this embodiment, this rail 3 was made of U-shaped steel sheet piles, which are the easiest to obtain at pile press-in sites.
The present invention is not limited to this, and for example, H steel or two parallel railway rails as described later can be used.

一方、上記レール3上を走行する運搬手段は、
牽引車2と台車1とで構成されている。
On the other hand, the transportation means running on the rail 3 is
It is composed of a towing vehicle 2 and a truck 1.

台車1は、第3図に示すように支持体15によ
つて支持される車輪11,11……と、該支持体
15の上面に固設した載置台12及び、前記載置
台12の上面に、鋼杭4の落下防止用の端板1
4,14を構成したターンテーブル13を回動自
在に構成してなる。この台車1は運搬する対象物
によつて、適宜大きさや使用個数を決定する。
As shown in FIG. 3, the trolley 1 includes wheels 11, 11... supported by a support 15, a mounting table 12 fixed on the upper surface of the support 15, and , end plate 1 for preventing steel pile 4 from falling
A turntable 13 including parts 4 and 14 is configured to be rotatable. The size and number of carts 1 to be used are determined as appropriate depending on the object to be transported.

ターンテーブル13は後述のように、運搬手段
のカーブ走行時に資材の落下を防止するものであ
るからをターンテーブル13を用いずに、載置台
12が支持体15に対して回転する構成としても
よい。
As will be described later, since the turntable 13 is used to prevent materials from falling when the transportation means runs around a curve, the mounting table 12 may be configured to rotate relative to the support 15 without using the turntable 13. .

牽引車2は車輪21,21…、資材等の載置台
23、ターンテーブル24等より構成されるが、
これらの構成は前記台車1の構成と同様である。
更に、この牽引車2は前部に、電動機あるいはエ
ンジン等の駆動源を内蔵した駆動部28を設けて
いる。この駆動部28によつて、牽引車2はレー
ル3上を自走するが、他の実施例として駆動部2
8を構成せずに、外部の動力源を利用してロープ
等で牽引車2を引張る構成も採用できる。
The towing vehicle 2 is composed of wheels 21, 21..., a mounting table 23 for materials etc., a turntable 24, etc.
These structures are similar to the structure of the truck 1 described above.
Further, this towing vehicle 2 is provided with a drive section 28 in the front portion thereof, which incorporates a drive source such as an electric motor or an engine. The drive unit 28 allows the towing vehicle 2 to self-propel on the rail 3; however, in another embodiment, the drive unit 2
It is also possible to adopt a configuration in which the tow vehicle 2 is pulled by a rope or the like using an external power source without configuring the tow vehicle 8.

このように構成した本実施例の搬送装置を使用
するときは、レール3上に牽引車2と台車1を載
置し、牽引車2の載置台23と台車1の載置台1
2の間には適宜数の鋼杭4,4……を水平状態に
載置する。その後牽引車2の駆動源を作動させ、
レール3上を走行する。この時、鋼杭4の自重の
ため、鋼杭4は常に密着した状態で牽引車2に引
つ張られるが、牽引車2の載置台23に鋼杭4を
係止する手段を設けてもよい。
When using the conveying device of this embodiment configured in this way, the towing vehicle 2 and the trolley 1 are placed on the rail 3, and the mounting platform 23 of the towing vehicle 2 and the mounting platform 1 of the trolley 1 are placed on the rail 3.
An appropriate number of steel piles 4, 4, . . . are placed horizontally between the two. After that, the drive source of the towing vehicle 2 is activated,
Run on rail 3. At this time, due to the weight of the steel pile 4, the steel pile 4 is always pulled by the towing vehicle 2 in a close state, but even if a means for locking the steel pile 4 is provided on the mounting base 23 of the towing vehicle 2, good.

このようにして、牽引車2が鋼杭4を積載して
走行中には、台車1と牽引車2の車輪間の幅が
略々レール3の底板3aに等く、かつレール3の
両側部3b,3bが両車1,2の脱線を防ぐた
め、両車1,2はレール3に案内されて目的地ま
で走行できる。
In this way, while the towing vehicle 2 is traveling with the steel piles 4 loaded, the width between the wheels of the bogie 1 and the towing vehicle 2 is approximately equal to the bottom plate 3a of the rail 3, and both sides of the rail 3 are 3b and 3b prevent both cars 1 and 2 from derailing, so both cars 1 and 2 can be guided by the rail 3 and travel to their destination.

第3図に示すように、走行中に既設杭5,5…
…のカーブ地点にさしかかると、鋼杭4は曲がる
ことはできないため、台車1のターンテーブル1
3と牽引車2のターンテーブル24が夫々の載置
台12,23に対して回転し、鋼杭4の両車に対
する載置状態を維持するから、鋼杭4は台車1や
牽引車2から落下せずに走行できる。
As shown in Fig. 3, existing piles 5, 5...
When reaching the curve point of..., the steel pile 4 cannot bend, so the turntable 1 of the cart 1
3 and the turntable 24 of the towing vehicle 2 rotate relative to the respective mounting bases 12 and 23 to maintain the state in which the steel pile 4 is placed on both vehicles. I can drive without it.

このように本実施例によれば、従来の搬送装置
である、トラツク、クレーン等の通過に必要な最
小幅の約3mを大幅に下回る約0.5mの幅の通路で
十分であるため、狭い現場でも鋼杭等の供給が可
能になつた。しかも、この通過スペースは既設杭
の上であるから、足場の悪い現場でも資材の供給
に何ら支障を来たすことはなく、経費の面におい
ても従来の覆工板の設置費用に比較すれば、わず
か1/5程度の費用で設置できる。更に本実施例の
運搬手段は、建設資材の設置場所も兼ねることが
できるため資材設置場所の節約になる。
As described above, according to this embodiment, a passageway with a width of about 0.5m is sufficient, which is much lower than the minimum width of about 3m required for the passage of conventional conveyance equipment such as trucks and cranes, so it can be used at narrow sites. However, it has become possible to supply steel piles, etc. Moreover, since this passage space is above the existing piles, there is no problem in supplying materials even on sites with poor footing, and the cost is only a fraction of the cost of installing conventional lining boards. It can be installed at about 1/5th the cost. Furthermore, the transportation means of this embodiment can also serve as a place for installing construction materials, thereby saving space for installing materials.

第4図に示す、他の実施例は、軌道部を平板6
1の上面に平行に設けた2本の簡易型の鉄道用レ
ール63a,63aとする一方、4個の車輪11
にも上記レール63aに係合する凹溝11aを構
成した。この実施例によれば、製造が容易である
と共に、レールが軽くなるのでレール受台6の移
動に便利である。
In another embodiment shown in FIG.
Two simple railway rails 63a, 63a are provided in parallel on the upper surface of 1, while four wheels 11
A groove 11a that engages with the rail 63a is also formed in the rail 63a. According to this embodiment, it is easy to manufacture and the rail is light, so it is convenient to move the rail holder 6.

(発明の効果) 上述の如く本発明によれば、簡易な構造で、鋼
杭等の建設資材を容易に目的地まで搬送できるた
め、施工困難な現場あるいは施工不可能な現場で
の杭圧入作業等を容易あるいは可能にした。また
資材等の載置場所等を節約できる等の効果を奏す
るのである。
(Effects of the Invention) As described above, according to the present invention, construction materials such as steel piles can be easily transported to the destination with a simple structure, so that pile press-in work can be carried out at sites where construction is difficult or impossible. etc. facilitated or made possible. It also has the effect of saving space for placing materials, etc.

【図面の簡単な説明】[Brief explanation of drawings]

図面は本発明の一実施例を示すもので、第1図
は一部切欠側面図、第2図は走行状態を示す平面
図、第3図は第1図のA−A線拡大断面図および
第4図は他の実施例を示す断面拡大図及び第5図
はレール受台の他の実施例の平面説明図である。 1……台車、2……牽引車、3……軌道部、4
……資材、5……既設杭、6……レール受台、1
3,24……ターンテーブル。
The drawings show one embodiment of the present invention; FIG. 1 is a partially cutaway side view, FIG. 2 is a plan view showing a running state, and FIG. 3 is an enlarged sectional view taken along the line A-A in FIG. FIG. 4 is an enlarged sectional view showing another embodiment, and FIG. 5 is an explanatory plan view of another embodiment of the rail pedestal. 1... Trolley, 2... Traction vehicle, 3... Track section, 4
...Materials, 5...Existing piles, 6...Rail pedestals, 1
3,24...Turntable.

Claims (1)

【特許請求の範囲】[Claims] 1 多数の既設杭の上端に軌道部を構成する一
方、前記軌道部を走行する運搬手段を構成し、該
運搬手段に建設資材等を載置して上記軌道部を運
搬することを特徴とする搬送装置。
1. A track section is formed at the upper end of a large number of existing piles, and a transport means that runs on the track section is formed, and construction materials, etc. are placed on the transport means and the track section is transported. Conveyance device.
JP12368585A 1985-06-07 1985-06-07 Apparatus for conveying building material Granted JPS61282501A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12368585A JPS61282501A (en) 1985-06-07 1985-06-07 Apparatus for conveying building material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12368585A JPS61282501A (en) 1985-06-07 1985-06-07 Apparatus for conveying building material

Publications (2)

Publication Number Publication Date
JPS61282501A JPS61282501A (en) 1986-12-12
JPH0423921B2 true JPH0423921B2 (en) 1992-04-23

Family

ID=14866784

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12368585A Granted JPS61282501A (en) 1985-06-07 1985-06-07 Apparatus for conveying building material

Country Status (1)

Country Link
JP (1) JPS61282501A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023210085A1 (en) * 2022-04-26 2023-11-02 日本国土開発株式会社 Pile-driving apparatus

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2593119B2 (en) * 1991-10-18 1997-03-26 株式会社技研製作所 Pile loading mechanism
JP3775822B2 (en) * 1995-05-19 2006-05-17 株式会社飯塚製作所 Derailment prevention device for rail transport vehicles
JP2017043992A (en) * 2015-08-27 2017-03-02 鹿島建設株式会社 Pile row construction system and pile row construction method
JP2018118649A (en) * 2017-01-26 2018-08-02 大成建設株式会社 Transporting device, transporting system and transporting method of long member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023210085A1 (en) * 2022-04-26 2023-11-02 日本国土開発株式会社 Pile-driving apparatus

Also Published As

Publication number Publication date
JPS61282501A (en) 1986-12-12

Similar Documents

Publication Publication Date Title
US3398806A (en) Self-propelled crawler-type mobile platform
JPH0423921B2 (en)
CN108842541A (en) The long rail of Ballast track draws method laying construction method and Ballast track construction method
JPH10273902A (en) Rail support device and underlaying construction method of concrete road bed track used thereof
CN205474639U (en) A rail travelling bogie that is used for bridge floor railway to lay rail welding rail production line
JP2003239366A (en) Concrete block transporter
JP2808179B2 (en) Mobile bogie device such as arched mobile form device
JP3013968U (en) Heavy goods transfer device
JP4619841B2 (en) Method and apparatus for transferring paving machine in concrete paving
JPH08144360A (en) Concrete block carrying device, concrete block carrying method using that device, and concrete block to be carried
JPH06270793A (en) Construction method using single-rail transporter
JP2698946B2 (en) How to transport segments and excavated soil in shield construction
JP2018118649A (en) Transporting device, transporting system and transporting method of long member
JP3202261B2 (en) Panel transportation and erection equipment
JPH0986623A (en) Carrier traveling over channel
CN212128685U (en) Be suitable for narrow and small space of subway underground line and overhead line track section kludge of striding line
JP4333823B2 (en) Self-propelled cart for super heavy objects
JP3185123B2 (en) Lifting equipment for slopes
JPS592168Y2 (en) Self-propelled temporary bridge
JP3138762B2 (en) Transport cart and transport method
JPH05280295A (en) Transport device for segment
JPS5968401A (en) Construction of pc beam
JPH0673062U (en) Traveling rail for automatic carrier
JP2004026058A (en) Rail for rail type carrier and body structure
JPH06235230A (en) Method for installing culvert

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term